| 1 | 1 | Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and\nstacking the material as directed. | 1 | 4127.92 | Sqm. |
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| 2 | 2 | Water Bound Macadam Sub Base of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bund of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials, carriage, hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening : | 2 | 356.88 | Cum. |
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| 3 | 3 | Water Bound Macadam Base Course Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bund of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials, carriage, hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). \nGrading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm)- Manual Means. | 3 | 417.51 | Cum. |
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| 4 | 4 | Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per pecifications for Road & Bridge Works of MoRT&H (5th Revision). For WBM Surface (with primer @ 0.85 kg/sqm) | 4 | 6710 | Sqm. |
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| 5 | 5 | Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen ) Binder and Mobile Hot Mix Plant (Light Duty) Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m² and 11.2 mm (@ 0.009 m³ per m² size stone aggregates, including thoroughly cleaning of the top surface coated with tack coat with Cationic Bitumen Emulsion Using Bitumen emulsion @ 0.275 kg per sqm. of approved grade conforming to IS: 8887 - 1978 on the prepared surface cleaned , screening, cleaning and pre-heating stone chips and fully pre-coating the same using viscosity grade paving bitumen Bitumen @ 1.46 kg per sqm, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix/bitumen emulsion, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD.\n | 5 | 6710 | Sqm. |
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| 6 | 6 | Providing and laying Premixed Seal Coat (Type B) with approved quality stone grit @ 0.006 m3/sqm. and bitumen binder @ 0.68 Kg /sqm. on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned stone grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). | 6 | 6710 | Sqm. |
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| 7 | 7 | Construction of subgrade and earthen shoulders with approved carried earth with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement) Land will be arrange by agency and rate includes royalty.N.B. The rate is inclusive of royalty and contractor has to produce challan in support of payment of royalty. | 7 | 426 | Cum. |
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